Construction method, device and equipment of space structure emergency assembly and readable storage medium

Abstract

The invention discloses a construction method, device and equipment for a space structure emergency assembly and a readable storage medium, and the method comprises the steps: obtaining related design parameters and related data, and judging the relation between the base pressure of a space structure and the ultimate bearing capacity of a supporting frame foundation section according to the obtained related data; if the base pressure of the space structure is not smaller than 90% of the ultimate bearing capacity of the supporting frame foundation section, a second result is output, and the second result is used for guiding constructors to reinforce the supporting frame foundation section. According to the method, the use number of the supporting frame foundation sections can be calculated according to the installation height of the space structure, the base pressure and the ultimate bearing capacity of the supporting frame foundation sections, and it is ensured that the supporting frame foundation sections can support the space structure for a long time and are not prone to fracture or crack; and the base pressure of the space structure is controlled to be smaller than 90% of the ultimate bearing capacity of the supporting frame base section, and it can be guaranteed that the supporting frame is not prone to shaking when bearing the space structure.

Description

Technical Field

[0001] The present invention belongs to the technical field of building construction, and in particular relates to a construction method, device, equipment and readable storage medium for a spatial structure emergency component. Background Art

[0002] As a new type of energy-saving and environmentally friendly building system, steel structure building is known as one of the "green buildings" in the 21st century. It is an energy-saving, environmentally friendly and recyclable building structure that meets the requirements of energy-saving buildings and sustainable and healthy economic development in the current society. It can play its own advantages in high-rise buildings, large factories, large-span space structures, transportation and energy projects. Compared with traditional reinforced concrete structures, steel structures mainly have the advantages of high strength, low engineering cost, light weight, short construction period and factory production. However, in recent years, due to the large number of large-span structures and the large number of spatial structures in various regions, the bearing capacity of spatial structures has decreased, deformation has increased, and safety has decreased after a certain service life. At the same time, in recent years, there have been situations where the structural bearing capacity of large-span spatial structures is not met due to design reasons, construction reasons or external environment. Therefore, before the permanent reinforcement of the spatial structure, it is urgent to adopt a scientific and reasonable method to carry out disturbance-free rapid emergency temporary support reinforcement treatment on the spatial structure to ensure that the permanent structure reinforcement can be smoothly implemented and the structural safety is guaranteed. Summary of the invention

[0003] The present invention provides a construction method, device, equipment and readable storage medium for a spatial structure emergency component, which can effectively solve the above-mentioned problems.

[0004] The present invention is achieved in that:

[0005] A construction method for a space structure emergency assembly, comprising:

[0006] Acquire design parameters of the spatial structure, the ultimate bearing capacity of the support frame foundation section, and survey information of the pre-installation site, wherein the design parameters include the installation height and base pressure of the spatial structure, and the survey information includes soil feature information within the position coordinate range of the pre-installation site;

[0007] Calculating the minimum number of the support frame base sections required according to the installation height of the spatial structure and the standard height of the support frame base sections, wherein the minimum number is not less than 2, and outputting first information, wherein the first information is used to guide the manufacturer to produce the support frame base sections and perform base steel plate welding on two groups of the support frame base sections;

[0008] Determine the relationship between the base pressure of the spatial structure and the ultimate bearing capacity of the support frame foundation section. If the base pressure of the spatial structure is less than 90% of the ultimate bearing capacity of the support frame foundation section, output a first result, which is used to remind construction personnel that the support frame foundation section can be used for installation. If the base pressure of the spatial structure is not less than 90% of the ultimate bearing capacity of the support frame foundation section, output a second result, which is used to guide construction personnel to strengthen the support frame foundation section. After the strengthening of the support frame foundation section is completed, the base pressure of the strengthened support frame foundation section and the spatial structure is judged again until the first result is output;

[0009] Determine soil feature information within the coordinate range of the pre-installation site, and if the levelness of the pre-installation site is not greater than 20°, output a second result, which is used to remind construction personnel that they can install at the pre-installation site; if the levelness of the pre-installation site is greater than 20°, output a third result, which is used to remind construction personnel to fill the soil at the pre-installation site until the second result is output;

[0010] A first control command is sent, wherein the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section, so as to instruct the construction personnel to perform construction according to the display information of the display.

[0011] As a further improvement, after sending a first control command, the first control command includes a command to control the display to display the installation position coordinates and quantity of the support frame base section to instruct the construction personnel to perform construction according to the displayed information of the display, and further includes:

[0012] Sending the calculated height standard and ultimate bearing capacity standard of the support frame foundation section to the manufacturer, and the manufacturer produces the support frame foundation section according to the obtained height standard and ultimate bearing capacity standard;

[0013] Obtain the actual height and actual ultimate bearing capacity of the manufactured support frame foundation section uploaded by the manufacturer's staff;

[0014] Compare the actual height and actual ultimate bearing capacity of the support frame foundation section with the height standard and ultimate bearing capacity standard of the support frame foundation section, and obtain a first manufacturing error;

[0015] It is determined whether the first manufacturing error meets the requirements. If it meets the requirements, a second control command is sent. The second control command includes a command to control the display to display that the base section of the support frame has passed the inspection and can be installed on site.

[0016] As a further improvement, a first control command is sent, wherein the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section, so as to instruct the construction personnel to perform construction according to the display information of the display, specifically including:

[0017] Placing a structural panel at the location of the pre-installation site, and then installing a basic base on top of the structural panel, wherein the basic base is fixed to the structural panel by a steel pressure plate and bolts;

[0018] A group of support frame foundation sections with base steel plates are welded to the foundation base, and the remaining support frame foundation sections without base steel plates are vertically installed in sequence by bolts, and finally another group of support frame foundation sections with base steel plates are reversely installed on the support frame foundation sections that have been vertically installed, so that all the support frame foundation sections as a whole form a support frame with base steel plates at both ends of the vertical direction;

[0019] A support beam is welded on the top of the support frame, and a welded steel plate is welded in the middle of the support beam, a first steel pipe is welded in the middle of the welded steel plate, an end of the first steel pipe away from the welded steel plate is connected to a second steel pipe through a fastening sleeve, an end of the second steel pipe away from the first steel pipe is welded to a steel plate base, a stiffening rib is welded on the steel plate base, a semicircular groove is supported by the stiffening rib, a rubber pad is arranged between the semicircular groove and the spatial structure, and the semicircular groove cooperates with socket bolts to tighten the spatial structure.

[0020] As a further improvement, after sending a first control command, the first control command includes a command to control the display to display the installation position coordinates and quantity of the support frame base section to instruct the construction personnel to perform construction according to the displayed information of the display, and further includes:

[0021] After the overall installation of the support frame is completed, the view of the entire support frame is obtained through the visual conduction component, and the obtained view is subjected to vertical parallel detection. If the obtained parallel detection range is less than 13°, qualified information is output, and the qualified information is used to guide the construction personnel to continue the construction. If the obtained parallel detection range is not less than 13°, unqualified information is output, and the area where the parallelism is detected to be not less than 13° is marked. The marked area is displayed by controlling the display, and the unqualified information is used to guide the construction personnel to adjust the marked area.

[0022] A device for a space structure emergency assembly, comprising:

[0023] A first acquisition module is used to acquire design parameters of the spatial structure, the ultimate bearing capacity of the support frame foundation section, and survey information of the pre-installation site, wherein the design parameters include the installation height and base pressure of the spatial structure, and the survey information includes soil feature information within the position coordinate range of the pre-installation site;

[0024] A first calculation module is used to calculate the minimum number of the support frame base sections required according to the installation height of the spatial structure and the standard height of the support frame base sections, wherein the minimum number is not less than 2, and output first information, wherein the first information is used to guide the manufacturer to produce the support frame base sections and perform base steel plate welding on two groups of the support frame base sections;

[0025] A first judgment module is used to judge the relationship between the base pressure of the spatial structure and the ultimate bearing capacity of the support frame foundation section. If the base pressure of the spatial structure is less than 90% of the ultimate bearing capacity of the support frame foundation section, a first result is output, and the first result is used to remind construction personnel that the support frame foundation section can be used for installation. If the base pressure of the spatial structure is not less than 90% of the ultimate bearing capacity of the support frame foundation section, a second result is output, and the second result is used to guide construction personnel to strengthen the support frame foundation section. After the strengthening of the support frame foundation section is completed, the base pressure of the strengthened support frame foundation section and the spatial structure is judged again until the first result is output;

[0026] A second judgment module is used to judge soil feature information within the position coordinate range of the pre-installation site, and if the levelness of the pre-installation site is not greater than 20°, a second result is output, and the second result is used to remind construction personnel that they can install at the position of the pre-installation site; if the levelness of the pre-installation site is greater than 20°, a third result is output, and the third result is used to remind construction personnel to fill the soil at the position of the pre-installation site until the second result is output;

[0027] The first control module is used to send a first control command, which includes a command to control the display to display the installation position coordinates and quantity of the support frame base section to instruct construction personnel to perform construction according to the display information of the display.

[0028] As further improvements, it also includes:

[0029] The second acquisition module is used to send the calculated height standard and ultimate bearing capacity standard of the support frame foundation section to the manufacturer, and the manufacturer produces the support frame foundation section according to the acquired height standard and ultimate bearing capacity standard;

[0030] The third acquisition module is used to obtain the actual height and actual ultimate bearing capacity of the manufactured support frame foundation section uploaded by the manufacturer's staff;

[0031] A first comparison module is used to compare the actual height and actual ultimate bearing capacity of the support frame base section with the height standard and ultimate bearing capacity standard of the support frame base section, and obtain a first manufacturing error;

[0032] The third judgment module is used to judge whether the first manufacturing error meets the requirements. If it meets the requirements, a second control command is sent. The second control command includes a command to control the display to display that the foundation section of the support frame has passed the inspection and can be installed on site.

[0033] As further improvements, it also includes:

[0034] A fourth acquisition module is used to acquire a view of the entire support frame through a visual transmission component after the entire support frame is installed;

[0035] The fourth judgment module is used to perform parallel detection in the vertical direction on the acquired view. If the obtained parallel detection range is less than 13°, qualified information is output, and the qualified information is used to guide the construction personnel to continue the construction. If the obtained parallel detection range is not less than 13°, unqualified information is output, and the area where the parallelism is detected to be not less than 13° is marked. The marked area is displayed by controlling the display, and the unqualified information is used to guide the construction personnel to adjust the marked area.

[0036] A device for a space structure emergency assembly, comprising:

[0037] Memory for storing computer programs;

[0038] A processor is used to implement the steps of the construction method of the spatial structure emergency component as described in any one of claims 1 to 4 when executing the computer program.

[0039] A readable storage medium for a spatial structure emergency component, wherein a computer program is stored on the readable storage medium, and when the computer program is executed by a processor, the steps of the construction method of the spatial structure emergency component as described in any one of claims 1 to 4 are implemented.

[0040] The beneficial effects of the present invention are: it can realize the intelligence of the construction method, and it is more accurate in analyzing relevant parameters and calculating corresponding results, avoiding the occurrence of errors that may occur through manual calculation; and the number of support frame base sections to be used can be calculated through the installation height of the spatial structure and the base pressure and the ultimate bearing capacity of the support frame base section to ensure that the support frame base section can support the spatial structure for a long time and is not prone to breakage or cracks, and the base pressure of the spatial structure is controlled to be less than 90% of the ultimate bearing capacity of the support frame base section, which can ensure that the support frame is not prone to shaking when bearing the spatial structure.

[0041] Other features and advantages of the present invention will be described in the following description, and partly become apparent from the description, or be understood by implementing the embodiments of the present invention. The purpose and other advantages of the present invention can be realized and obtained by the structures particularly pointed out in the written description, claims, and drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0042] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present invention and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without paying creative work.

[0043] Figure 1 It is a schematic diagram of the process steps of a construction method of a spatial structure emergency component of the present invention;

[0044] Figure 2 It is a structural schematic diagram of a device of a space structure emergency assembly of the present invention;

[0045] Figure 3 It is a structural schematic diagram of a device of a space structure emergency assembly of the present invention;

[0046] Figure 4 It is a schematic diagram of the overall structure of a space structure emergency assembly of the present invention;

[0047] Figure 5 yes Figure 4 A schematic diagram of the front view structure of

[0048] Figure 6 yes Figure 5 A partial enlarged schematic diagram of the structure;

[0049] Figure 7 yes Figure 4 Schematic diagram of the overall structure of the middle support frame foundation section.

[0050] Reference numerals:

[0051] 1-structural plate surface, 2-foundation base, 3-steel pressure plate, 4-base steel plate, 5-support beam, 6-fastening sleeve, 7-semicircular groove, 8-spatial structure, 9-steel plate base, 10-welded steel plate, 11-first steel pipe, 12-rubber pad, 13-support frame foundation section, 14-maintenance stairs, 15-socket bolt, 701-first acquisition module, 702-first calculation module, 703-first judgment module, 704-second judgment module, 705-first control module, 706-second acquisition module, 707-third acquisition module, 708-first comparison module, 709-third judgment module, 710-fourth acquisition module, 711-fourth judgment module, 800-device, 801-processor, 802-memory, 803-multimedia component, 804-I / O interface, 805-communication component. DETAILED DESCRIPTION

[0052] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, rather than all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention. Therefore, the following detailed description of the embodiments of the present invention provided in the drawings is not intended to limit the scope of the invention claimed for protection, but merely represents the selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0053] In the description of the present invention, the orientations or positional relationships indicated by terms such as "upper", "lower", "above", "both ends", etc. are based on the orientations or positional relationships shown in the accompanying drawings and are only for the convenience of describing the present invention and simplifying the description. They do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.

[0054] Example 1

[0055] Reference Figure 1 , Figure 4-Figure 7 As shown, this embodiment provides a construction method of an emergency assembly of a space structure 8, comprising:

[0056] Obtaining design parameters of the spatial structure 8, the ultimate bearing capacity of the support frame foundation section 13, and survey information of the pre-installation site, wherein the design parameters include the installation height and base pressure of the spatial structure 8, and the survey information includes soil feature information within the position coordinate range of the pre-installation site;

[0057] The minimum number of the support frame base sections 13 required is calculated according to the installation height of the space structure 8 and the standard height of the support frame base sections 13, wherein the minimum number is not less than 2, and the first information is output, wherein the first information is used to guide the manufacturer to produce the support frame base sections 13, and to weld the base steel plates 94 of the two groups of the support frame base sections 13;

[0058] Determine the relationship between the base pressure of the spatial structure 8 and the ultimate bearing capacity of the support frame foundation section 13. If the base pressure of the spatial structure 8 is less than 90% of the ultimate bearing capacity of the support frame foundation section 13, output a first result, which is used to remind construction personnel that the support frame foundation section 13 can be used for installation. If the base pressure of the spatial structure 8 is not less than 90% of the ultimate bearing capacity of the support frame foundation section 13, output a second result, which is used to guide construction personnel to strengthen the support frame foundation section 13. After the strengthening of the support frame foundation section 13 is completed, the base pressure of the strengthened support frame foundation section 13 and the spatial structure 8 is judged again until the first result is output;

[0059] Determine soil feature information within the coordinate range of the pre-installation site, and if the levelness of the pre-installation site is not greater than 20°, output a second result, which is used to remind construction personnel that they can install at the pre-installation site; if the levelness of the pre-installation site is greater than 20°, output a third result, which is used to remind construction personnel to fill the soil at the pre-installation site until the second result is output;

[0060] A first control command is sent, wherein the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section 13, so as to instruct the construction personnel to perform construction according to the display information of the display.

[0061] The present invention can realize the intelligence of the construction method, and is more accurate in analyzing relevant parameters and calculating corresponding results, avoiding the occurrence of errors that may occur through manual calculation; and the number of support frame base sections 13 used can be calculated through the installation height of the space structure 8 and the base pressure and the ultimate bearing capacity of the support frame base section 13, and it can be ensured that the support frame base section 13 can support the space structure 8 for a long time, and is not prone to breakage or cracks, and the base pressure of the space structure 8 is controlled to be less than 90% of the ultimate bearing capacity of the support frame base section 13, which can ensure that the support frame is not prone to shaking when bearing the space structure 8.

[0062] Further, after sending a first control command, the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section 13, so as to instruct the construction personnel to perform construction according to the display information of the display, and further includes:

[0063] Send the calculated height standard and ultimate bearing capacity standard of the support frame foundation section 13 to the manufacturer, and the manufacturer produces the support frame foundation section 13 according to the obtained height standard and ultimate bearing capacity standard;

[0064] Obtain the actual height and actual ultimate bearing capacity of the manufactured support frame base section 13 uploaded by the manufacturer's staff;

[0065] Compare the actual height and the actual ultimate bearing capacity of the support frame base section 13 with the height standard and the ultimate bearing capacity standard of the support frame base section 13 to obtain a first manufacturing error;

[0066] It is determined whether the first manufacturing error meets the requirements. If it meets the requirements, a second control command is sent. The second control command includes a command to control the display to display that the support frame base section 13 has passed the inspection and can be installed on site.

[0067] When manufacturing the support frame base section 13, there may be deviations between the actual height and actual ultimate bearing capacity and the height standard and the ultimate bearing capacity standard. When there are deviations, it may affect the subsequent on-site construction. Therefore, this embodiment fully considers possible situations and takes corresponding measures. Through the above method, the errors occurring during the actual installation process can be reduced, and the actual construction parameters can be kept consistent with the design parameters as much as possible, thereby ensuring the accuracy of the overall construction and improving the stability and safety of the overall structure.

[0068] Further, a first control command is sent, wherein the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section 13, so as to instruct the construction personnel to perform construction according to the display information of the display, specifically including:

[0069] Placing a structural panel 1 at the location of the pre-installation site, and then installing a basic base 2 on the top of the structural panel 1, wherein the basic base 2 is fixed to the structural panel 1 through a steel pressing plate 3 and bolts;

[0070] A group of support frame base sections 13 with base steel plates 4 are welded to the base base 2, and the remaining support frame base sections 13 without base steel plates 4 are vertically installed in sequence by bolts, and finally another group of support frame base sections 13 with base steel plates 4 are reversely installed on the support frame base sections 13 that have been vertically installed, so that all the support frame base sections 13 form a support frame with base steel plates 4 at both ends of the vertical direction as a whole;

[0071] A support beam 5 is welded to the top of the support frame, and a welded steel plate 10 is welded to the middle of the support beam 5, a first steel pipe 11 is welded to the middle of the welded steel plate 10, an end of the first steel pipe 11 away from the welded steel plate 10 is connected to a second steel pipe through a fastening sleeve 6, an end of the second steel pipe away from the first steel pipe 11 is welded to a steel plate base 9, a stiffening rib is welded to the steel plate base 9, a semicircular groove 7 is supported by the stiffening rib, a rubber pad 12 is arranged between the semicircular groove 7 and the space structure 8, and the semicircular groove 7 cooperates with the socket bolt 15 to tighten the space structure 8.

[0072] The support frame base section 13 is connected to the support frame horizontal balance tie rod through welding through the support frame column, and the overall stiffness of the support frame standard section is increased by the support frame diagonal tie rod. An inspection staircase 14 is arranged inside the support frame base section 13, which can be used for daily inspection and maintenance of the support frame.

[0073] The present invention uses a semicircular groove 7 in conjunction with a socket bolt 15 to tighten the spatial structure 8, thereby transferring the structural load of the spatial structure 8 to the structural plate surface 1 through the support frame base node 13, and thus there is no need to use the traditional full-bracket method to support and reinforce the entire spatial structure 8, thereby achieving the effect of convenient construction and saving construction time. In addition, this construction method does not disturb the spatial structure 8 itself, thereby reducing safety hazards and saving engineering costs.

[0074] Further, after sending a first control command, the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section 13, so as to instruct the construction personnel to perform construction according to the display information of the display, and further includes:

[0075] After the overall installation of the support frame is completed, the view of the entire support frame is obtained through the visual conduction component, and the obtained view is subjected to vertical parallel detection. If the obtained parallel detection range is less than 13°, qualified information is output, and the qualified information is used to guide the construction personnel to continue the construction. If the obtained parallel detection range is not less than 13°, unqualified information is output, and the area where the parallelism is detected to be not less than 13° is marked. The marked area is displayed by controlling the display, and the unqualified information is used to guide the construction personnel to adjust the marked area.

[0076] The visual transmission component is used to perform vertical parallel detection on the entire support frame to ensure that the entire support frame can be kept stable during and after installation, thereby better avoiding the problem of the entire support frame tilting or collapsing when bearing load; by marking unqualified areas, construction personnel can carry out targeted inspections on unqualified areas, greatly saving construction time.

[0077] Example 2

[0078] like Figure 2 As shown, this embodiment provides a device for emergency components of a space structure 8, the device comprising:

[0079] The first acquisition module 701 is used to acquire the design parameters of the space structure 8, the ultimate bearing capacity of the support frame foundation section 13, and the survey information of the pre-installation site, wherein the design parameters include the installation height and base pressure of the space structure 8, and the survey information includes the soil feature information within the position coordinate range of the pre-installation site;

[0080] The first calculation module 702 is used to calculate the minimum number of the support frame base sections 13 required according to the installation height of the space structure 8 and the standard height of the support frame base sections 13, wherein the minimum number is not less than 2, and output first information, wherein the first information is used to guide the manufacturer to produce the support frame base sections 13 and weld the base steel plates 94 of the two groups of the support frame base sections 13;

[0081] The first judgment module 703 is used to judge the relationship between the base pressure of the spatial structure 8 and the ultimate bearing capacity of the support frame foundation section 13. If the base pressure of the spatial structure 8 is less than 90% of the ultimate bearing capacity of the support frame foundation section 13, a first result is output, and the first result is used to remind the construction personnel that the support frame foundation section 13 can be used for installation. If the base pressure of the spatial structure 8 is not less than 90% of the ultimate bearing capacity of the support frame foundation section 13, a second result is output, and the second result is used to guide the construction personnel to strengthen the support frame foundation section 13. After the strengthening of the support frame foundation section 13 is completed, the base pressure of the strengthened support frame foundation section 13 and the spatial structure 8 is judged again until the first result is output;

[0082] The second judgment module 704 is used to judge the soil feature information within the position coordinate range of the pre-installation site. If the levelness of the pre-installation site is not greater than 20°, a second result is output, and the second result is used to remind the construction personnel that the installation can be carried out at the position of the pre-installation site. If the levelness of the pre-installation site is greater than 20°, a third result is output, and the third result is used to remind the construction personnel to fill the soil at the position of the pre-installation site until the second result is output;

[0083] The first control module 705 is used to send a first control command, which includes a command to control the display to display the installation position coordinates and quantity of the support frame base section 13, so as to instruct the construction personnel to perform construction according to the display information of the display.

[0084] The device reduces the manpower required for determining relevant construction structures and parameters, can reduce part of the workload of construction personnel, and adopts a more intuitive way to allow construction personnel to directly view construction information through the display.

[0085] In a specific implementation method of the present disclosure, the device further includes a second acquisition module 706 , a third acquisition module 707 , a first comparison module 708 and a third judgment module 709 .

[0086] The second acquisition module 706 is used to send the calculated height standard and ultimate bearing capacity standard of the support frame foundation section 13 to the manufacturer, and the manufacturer produces the support frame foundation section 13 according to the acquired height standard and ultimate bearing capacity standard;

[0087] The third acquisition module 707 is used to obtain the actual height and actual ultimate bearing capacity of the manufactured support frame base section 13 uploaded by the manufacturer's staff;

[0088] The first comparison module 708 is used to compare the actual height and actual ultimate bearing capacity of the support frame base section 13 with the height standard and ultimate bearing capacity standard of the support frame base section 13 to obtain a first manufacturing error;

[0089] The third judgment module 709 is used to judge whether the first manufacturing error meets the requirements. If it meets the requirements, a second control command is sent. The second control command includes a command to control the display to display that the support frame base section 13 has passed the inspection and can be installed on site.

[0090] In a specific implementation of the present disclosure, the device further includes a fourth acquisition module 710 and a fourth determination module 711 .

[0091] The fourth acquisition module 710 is used to acquire a view of the entire support frame through a visual transmission component after the entire support frame is installed.

[0092] The fourth judgment module 711 is used to perform a parallel detection in the vertical direction on the acquired view. If the obtained parallel detection range is less than 13°, qualified information is output, and the qualified information is used to guide the construction personnel to continue the construction. If the obtained parallel detection range is not less than 13°, unqualified information is output, and the area where the parallelism is detected to be not less than 13° is marked. The marked area is displayed by controlling the display, and the unqualified information is used to guide the construction personnel to adjust the marked area.

[0093] It should be noted that, regarding the device in the above embodiment, the specific manner in which each module performs the operation has been described in detail in the embodiment of the method, and will not be elaborated here.

[0094] Example 3

[0095] Corresponding to the above method embodiment, the embodiment of the present disclosure also provides a device for a space structure emergency component. The device for a space structure emergency component described below and the construction method for a space structure emergency component described above can refer to each other.

[0096] Figure 3 FIG. 8 is a block diagram of a device 800 for a space structure emergency assembly according to an exemplary embodiment. Figure 3 As shown, the device 800 of the space structure emergency component may include: a processor 801 and a memory 802. The device 800 of the space structure emergency component may also include one or more of a multimedia component 803, an input / output (I / O) interface 804, and a communication component 805.

[0097] The processor 801 is used to control the overall operation of the device 800 of the space structure emergency component to complete all or part of the steps in the construction method of the space structure emergency component. The memory 402 is used to store various types of data to support the operation of the device 800 of the space structure emergency component. These data may include, for example, instructions for any application or method operating on the device 800 of the space structure emergency component, and application-related data, such as contact data, sent and received messages, pictures, audio, video, etc. The memory 802 can be implemented by any type of volatile or non-volatile storage device or a combination thereof, such as static random access memory (SRAM), electrically erasable programmable read-only memory (EEPROM), erasable programmable read-only memory (EPROM), programmable read-only memory (PROM), read-only memory (ROM), magnetic storage, flash memory, disk or optical disk. The multimedia component 803 can include a screen and an audio component. The screen can be, for example, a touch screen, and the audio component is used to output and / or input audio signals. For example, the audio component can include a microphone, and the microphone is used to receive external audio signals. The received audio signal can be further stored in the memory 802 or sent through the communication component 805. The audio component also includes at least one speaker for outputting audio signals. The I / O interface 804 provides an interface between the processor 801 and other interface modules, and the above-mentioned other interface modules can be keyboards, mice, buttons, etc. These buttons can be virtual buttons or physical buttons. The communication component 805 is used for wired or wireless communication between the device 800 of the space structure emergency component and other devices. Wireless communication, such as Wi-Fi, Bluetooth, Near Field Communication (NFC), 2G, 3G or 4G, or a combination of one or more of them, so the corresponding communication component 805 can include: Wi-Fi module, Bluetooth module, NFC module.

[0098] In an exemplary embodiment, the device 800 of the space structure emergency component can be implemented by one or more application-specific integrated circuits (ASIC), digital signal processors (DSP), digital signal processing devices (DSPD), programmable logic devices (PLD), field programmable gate arrays (FPGA), controllers, microcontrollers, microprocessors or other electronic components to execute the above-mentioned construction method of the space structure emergency component.

[0099] In another exemplary embodiment, a computer-readable storage medium including program instructions is also provided, and when the program instructions are executed by a processor, the steps of the construction method of the above-mentioned space structure emergency assembly are implemented. For example, the computer-readable storage medium can be the above-mentioned memory 802 including program instructions, and the above-mentioned program instructions can be executed by the processor 801 of the device 800 of the space structure emergency assembly to complete the above-mentioned construction method of the space structure emergency assembly.

[0100] Example 4

[0101] Corresponding to the above method embodiment, the embodiment of the present disclosure also provides a readable storage medium of a spatial structure emergency component. The readable storage medium described below and the construction method of the spatial structure emergency component described above can refer to each other.

[0102] A readable storage medium stores a computer program, which, when executed by a processor, implements the steps of the construction method of the spatial structure emergency component of the above method embodiment.

[0103] The readable storage medium may specifically be a U disk, a mobile hard disk, a read-only memory (ROM), a random access memory (RAM), a magnetic disk or an optical disk, or other readable storage medium that can store program codes.

[0104] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A construction method for a spatial structure emergency assembly, characterized in that: include: Acquire design parameters of the spatial structure, the ultimate bearing capacity of the support frame foundation section, and survey information of the pre-installation site, wherein the design parameters include the installation height and base pressure of the spatial structure, and the survey information includes soil feature information within the position coordinate range of the pre-installation site; Calculating the minimum number of the support frame base sections required according to the installation height of the spatial structure and the standard height of the support frame base sections, wherein the minimum number is not less than 2, and outputting first information, wherein the first information is used to guide the manufacturer to produce the support frame base sections and perform base steel plate welding on two groups of the support frame base sections; Determine the relationship between the base pressure of the spatial structure and the ultimate bearing capacity of the support frame foundation section. If the base pressure of the spatial structure is less than 90% of the ultimate bearing capacity of the support frame foundation section, output a first result, which is used to remind construction personnel that the support frame foundation section can be used for installation. If the base pressure of the spatial structure is not less than 90% of the ultimate bearing capacity of the support frame foundation section, output a second result, which is used to guide construction personnel to strengthen the support frame foundation section. After the strengthening of the support frame foundation section is completed, the base pressure of the strengthened support frame foundation section and the spatial structure is judged again until the first result is output; Determine soil feature information within the coordinate range of the pre-installation site, and if the levelness of the pre-installation site is not greater than 20°, output a second result, which is used to remind construction personnel that they can install at the pre-installation site; if the levelness of the pre-installation site is greater than 20°, output a third result, which is used to remind construction personnel to fill the soil at the pre-installation site until the second result is output; A first control command is sent, wherein the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section, so as to instruct the construction personnel to perform construction according to the display information of the display.

2. The construction method of the space structure emergency assembly according to claim 1, characterized in that: Sending a first control command, wherein the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section to instruct the construction personnel to perform construction according to the display information of the display, further comprising: Sending the calculated height standard and ultimate bearing capacity standard of the support frame foundation section to the manufacturer, and the manufacturer produces the support frame foundation section according to the obtained height standard and ultimate bearing capacity standard; Obtain the actual height and actual ultimate bearing capacity of the manufactured support frame foundation section uploaded by the manufacturer's staff; Compare the actual height and actual ultimate bearing capacity of the support frame foundation section with the height standard and ultimate bearing capacity standard of the support frame foundation section, and obtain a first manufacturing error; It is determined whether the first manufacturing error meets the requirements. If it meets the requirements, a second control command is sent. The second control command includes a command to control the display to display that the base section of the support frame has passed the inspection and can be installed on site.

3. The construction method of the space structure emergency assembly according to claim 1, characterized in that: Sending a first control command, wherein the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section, so as to instruct the construction personnel to perform construction according to the display information of the display, specifically including: Placing a structural panel at the location of the pre-installation site, and then installing a basic base on top of the structural panel, wherein the basic base is fixed to the structural panel by a steel pressure plate and bolts; A group of support frame foundation sections with base steel plates are welded to the foundation base, and the remaining support frame foundation sections without base steel plates are vertically installed in sequence by bolts, and finally another group of support frame foundation sections with base steel plates are reversely installed on the support frame foundation sections that have been vertically installed, so that all the support frame foundation sections as a whole form a support frame with base steel plates at both ends of the vertical direction; A support beam is welded on the top of the support frame, and a welded steel plate is welded in the middle of the support beam, a first steel pipe is welded in the middle of the welded steel plate, an end of the first steel pipe away from the welded steel plate is connected to a second steel pipe through a fastening sleeve, an end of the second steel pipe away from the first steel pipe is welded to a steel plate base, a stiffening rib is welded on the steel plate base, a semicircular groove is supported by the stiffening rib, a rubber pad is arranged between the semicircular groove and the spatial structure, and the semicircular groove cooperates with socket bolts to tighten the spatial structure.

4. The construction method of the space structure emergency assembly according to claim 3, characterized in that: Sending a first control command, wherein the first control command includes a command for controlling the display to display the installation position coordinates and quantity of the support frame base section to instruct the construction personnel to perform construction according to the display information of the display, further comprising: After the overall installation of the support frame is completed, the view of the entire support frame is obtained through the visual conduction component, and the obtained view is subjected to vertical parallel detection. If the obtained parallel detection range is less than 13°, qualified information is output, and the qualified information is used to guide the construction personnel to continue the construction. If the obtained parallel detection range is not less than 13°, unqualified information is output, and the area where the parallelism is detected to be not less than 13° is marked. The marked area is displayed by controlling the display, and the unqualified information is used to guide the construction personnel to adjust the marked area.

5. A device for a space structure emergency assembly, characterized in that: include: A first acquisition module is used to acquire design parameters of the spatial structure, the ultimate bearing capacity of the support frame foundation section, and survey information of the pre-installation site, wherein the design parameters include the installation height and base pressure of the spatial structure, and the survey information includes soil feature information within the position coordinate range of the pre-installation site; A first calculation module is used to calculate the minimum number of the support frame base sections required according to the installation height of the spatial structure and the standard height of the support frame base sections, wherein the minimum number is not less than 2, and output first information, wherein the first information is used to guide the manufacturer to produce the support frame base sections and perform base steel plate welding on two groups of the support frame base sections; A first judgment module is used to judge the relationship between the base pressure of the spatial structure and the ultimate bearing capacity of the support frame foundation section. If the base pressure of the spatial structure is less than 90% of the ultimate bearing capacity of the support frame foundation section, a first result is output, and the first result is used to remind construction personnel that the support frame foundation section can be used for installation. If the base pressure of the spatial structure is not less than 90% of the ultimate bearing capacity of the support frame foundation section, a second result is output, and the second result is used to guide construction personnel to strengthen the support frame foundation section. After the strengthening of the support frame foundation section is completed, the base pressure of the strengthened support frame foundation section and the spatial structure is judged again until the first result is output; A second judgment module is used to judge soil feature information within the position coordinate range of the pre-installation site, and if the levelness of the pre-installation site is not greater than 20°, a second result is output, and the second result is used to remind construction personnel that they can install at the position of the pre-installation site; if the levelness of the pre-installation site is greater than 20°, a third result is output, and the third result is used to remind construction personnel to fill the soil at the position of the pre-installation site until the second result is output; The first control module is used to send a first control command, which includes a command to control the display to display the installation position coordinates and quantity of the support frame base section to instruct construction personnel to perform construction according to the display information of the display.

6. The device of the space structure emergency assembly according to claim 5, characterized in that: Also includes: The second acquisition module is used to send the calculated height standard and ultimate bearing capacity standard of the support frame foundation section to the manufacturer, and the manufacturer produces the support frame foundation section according to the acquired height standard and ultimate bearing capacity standard; The third acquisition module is used to obtain the actual height and actual ultimate bearing capacity of the manufactured support frame foundation section uploaded by the manufacturer's staff; A first comparison module is used to compare the actual height and actual ultimate bearing capacity of the support frame base section with the height standard and ultimate bearing capacity standard of the support frame base section, and obtain a first manufacturing error; The third judgment module is used to judge whether the first manufacturing error meets the requirements. If it meets the requirements, a second control command is sent. The second control command includes a command to control the display to display that the foundation section of the support frame has passed the inspection and can be installed on site.

7. The device of the space structure emergency assembly according to claim 5, characterized in that: Also includes: A fourth acquisition module is used to acquire a view of the entire support frame through a visual transmission component after the entire support frame is installed; The fourth judgment module is used to perform parallel detection in the vertical direction on the acquired view. If the obtained parallel detection range is less than 13°, qualified information is output, and the qualified information is used to guide the construction personnel to continue the construction. If the obtained parallel detection range is not less than 13°, unqualified information is output, and the area where the parallelism is detected to be not less than 13° is marked. The marked area is displayed by controlling the display, and the unqualified information is used to guide the construction personnel to adjust the marked area.

8. A device for emergency components of a space structure, characterized in that: include: Memory for storing computer programs; A processor is used to implement the steps of the construction method of the spatial structure emergency component as described in any one of claims 1 to 4 when executing the computer program.

9. A readable storage medium for a space structure emergency component, characterized in that: The readable storage medium stores a computer program, and when the computer program is executed by a processor, the steps of the construction method of the spatial structure emergency component according to any one of claims 1 to 4 are implemented.

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